To Scott's point, some Sch. 10 is rated/listed for 300 psi but not all and I 
would DEFINITELY want more info before putting high pressure on vintage 1976 
lightwall. There are different grades of ASTM piping; I did  a search last year 
and found Sch. 40 rated from 400-600 psi depending on parent metal class and 
diameter. 

So I would try to research the installed material first,  using the mill 
markings for reference.  Or hydro at working pressure + 50. Or replace with 
material you know for sure is rated/listed for your WP.

Steve L.





<div>-------- Original message --------</div><div>From: Alexandre Lupien 
<[email protected]> </div><div>Date:02/28/2015  2:45 PM  (GMT-08:00) 
</div><div>To: [email protected] </div><div>Subject: RE: 
Hi-pressure welded schedule 10 joints & fittings </div><div>
</div>I didn't assume any conclusion. I just wanted to discuss about my issue 
on the forum. 
I agree that maybe I should have take more time to explain.
Sorry for the inconvenience

> From: [email protected]
> To: [email protected]
> Subject: RE: Hi-pressure welded schedule 10 joints & fittings
> Date: Sat, 28 Feb 2015 22:18:24 +0000
> 
> Wow Alex.  You didn't provide any of that information in you initial post.
> 
> Based upon the information Tim provided, how do you leap to the conclusions 
> and assumptions that you made?
> 
> I would think a little more research might have to go into this before you 
> finalize your modifications.
> 
> Scott
> 
> Office: (763) 425-1001 x 12
> Cell: (612) 759-5556
> 
> -----Original Message-----
> From: Sprinklerforum [mailto:[email protected]] 
> On Behalf Of Alexandre Lupien
> Sent: Saturday, February 28, 2015 1:58 PM
> To: [email protected]
> Subject: RE: Hi-pressure welded schedule 10 joints & fittings
> 
> Hi Tom
>  
> Thanks for your answer.
>  
> I was familiar with these aspects and this confirm it.
> I wanted to make sure that an existing standpipe system dated of 1976 in a 
> condo building of 21 floors was able to withstand the new fire pump 
> requirements at churn. The standpipe seems to be made entirely of welded 
> joints (with a min. of schedule 10 piping I assume). In this case, I guess, 
> only the hose connections will have to be replaced by pressure reducing 
> valves.
>  
> Alex
>  
> > From: [email protected]
> > To: [email protected]
> > Subject: RE: Hi-pressure welded schedule 10 joints & fittings
> > Date: Sat, 28 Feb 2015 13:59:18 -0500
> > 
> > Alex,
> > 
> > Refer to NFPA 13, 2010, 6.3.2. for Schedule 10 and 40.
> > 
> > You can also check with the major sprinkler system component Suppliers 
> > and their vendors for Specs on the material.
> > 
> > Regards,
> > G. Tim Stone
> > 
> > G. Tim Stone Consulting, LLC
> > NICET Level III Engineering Technician Fire Protection Sprinkler 
> > Design and Consulting Services
> > 
> >                 117 Old Stage Rd. - Essex Jct., VT. 05452
> > CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
> >                            [email protected]
> > 
> > -----Original Message-----
> > From: Sprinklerforum 
> > [mailto:[email protected]]
> > On Behalf Of Alexandre Lupien
> > Sent: Saturday, February 28, 2015 1:51 PM
> > To: [email protected]
> > Subject: Hi-pressure welded schedule 10 joints & fittings
> > 
> > Hi,
> >  
> > I would like to know if schedule 10 piping with welded joints and 
> > fittings are approved to withstand hi-pressure (300 lbs) for a 
> > standpipe system. If not, what about schedule 40.
> > Can you refer to the standard mentioning this.
> >  
> > Thanks
> >       
> > _______________________________________________
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> > er.org
> > 
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